The experimental investigations of RC internal columns in the connection zone with lightweight concrete slab

This paper presents the problem of load carrying capacity of the columns made of high-strength reinforced concrete which are separated by slab made of lightweight concrete. The experimental investigations of three models representing the internal connection between column and flat slab made of light...

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Main Authors: Tadeusz Urban, Michał Gołdyn, Łukasz Krawczyk
Format: Article
Language:English
Published: Lublin University of Technology 2013-03-01
Series:Budownictwo i Architektura
Subjects:
Online Access:https://ph.pollub.pl/index.php/bia/article/view/2191
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author Tadeusz Urban
Michał Gołdyn
Łukasz Krawczyk
author_facet Tadeusz Urban
Michał Gołdyn
Łukasz Krawczyk
author_sort Tadeusz Urban
collection DOAJ
description This paper presents the problem of load carrying capacity of the columns made of high-strength reinforced concrete which are separated by slab made of lightweight concrete. The experimental investigations of three models representing the internal connection between column and flat slab made of lightweight concrete of the strength tree times less than concrete strength of column are presented. The effort degree on the punching shear capacity stands for the variable parameter in the presented study. The performed study shows that there is no effect of this parameter on the effective concrete strength of the column.
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spelling doaj.art-4838cc19ac4042cbaa6312f55067adfd2024-03-02T13:54:49ZengLublin University of TechnologyBudownictwo i Architektura1899-06652544-32752013-03-0112110.35784/bud-arch.2191The experimental investigations of RC internal columns in the connection zone with lightweight concrete slabTadeusz Urban0Michał Gołdyn1Łukasz Krawczyk2Department of Concrete Structures, Faculty of Civil Engineering, Architecture and Environmental Engineering, Łódź University of TechnologyDepartment of Concrete Structures, Faculty of Civil Engineering, Architecture and Environmental Engineering, Łódź University of Technology Department of Concrete Structures, Faculty of Civil Engineering, Architecture and Environmental Engineering, Łódź University of TechnologyThis paper presents the problem of load carrying capacity of the columns made of high-strength reinforced concrete which are separated by slab made of lightweight concrete. The experimental investigations of three models representing the internal connection between column and flat slab made of lightweight concrete of the strength tree times less than concrete strength of column are presented. The effort degree on the punching shear capacity stands for the variable parameter in the presented study. The performed study shows that there is no effect of this parameter on the effective concrete strength of the column.https://ph.pollub.pl/index.php/bia/article/view/2191lightweight concretehigh strength concretereinforced concrete slabcolumnslab-column connection
spellingShingle Tadeusz Urban
Michał Gołdyn
Łukasz Krawczyk
The experimental investigations of RC internal columns in the connection zone with lightweight concrete slab
Budownictwo i Architektura
lightweight concrete
high strength concrete
reinforced concrete slab
column
slab-column connection
title The experimental investigations of RC internal columns in the connection zone with lightweight concrete slab
title_full The experimental investigations of RC internal columns in the connection zone with lightweight concrete slab
title_fullStr The experimental investigations of RC internal columns in the connection zone with lightweight concrete slab
title_full_unstemmed The experimental investigations of RC internal columns in the connection zone with lightweight concrete slab
title_short The experimental investigations of RC internal columns in the connection zone with lightweight concrete slab
title_sort experimental investigations of rc internal columns in the connection zone with lightweight concrete slab
topic lightweight concrete
high strength concrete
reinforced concrete slab
column
slab-column connection
url https://ph.pollub.pl/index.php/bia/article/view/2191
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